109 Red Cedar Dr - 08-000799 (2008) SCREEN ROOMCITY OF SANFORD PERMIT APPLICATION
Application #: Submittal Date: I Q ICg
Job Address: 1 C I. Jk • Value of Work: $ d-
Parcel ID: Zoning: Historic District:
Description of Work: 1 7` l0` • X cr, -sc ffm aDcon Square Footage: _l7
Permit Type: Building 01 .. Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service - # of AMPS Addition/Alteration. 0"" Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # ofWater Closets Plumbing Repair — Residential Commercial
Occupancy Type: Residential Ua/Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: t # of Dwelling Units: . Flood Zone: (FEMA form required)
Property Owner: 1_JCQ C,1.^ -`CC Contractor ` Z Plyml k i
Address: I l GfC 5 r 0 C Address: -a " i\7SjG l lfi
Phone: N ('A E-mail: 1 G Phone: 3• Q(X4;ate License Number: QX005a I l-A
Bonding Company: Mortgage Lender:
Address: NIA Address: J,I 1
Architect/Engineer:Phone:
Address: _cam in Fax:
Plan Review Contact Person: A Phone: Fax: E-mail:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE .FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities, such as water management districts; state a'es, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the a he requirements to
state
i w, FS 713.
Signature of Owner/Agent Date Signature of Contractor/Agent ate
Print Owner/Agent's Name Pri t Contractor/Agent's Name
Signature ofNotary -State of Florida Date Signature ofNotary -State of Florida Date
NOTARY PLBLIC-STATE OF FLORIDA
Vera L. Lovelace
Commission # DD471107
Expires: SEP. 12, 2009
BONDED THRU ATLANTIC B lll`:5 CO, LAC.
Owner/Agent is Personally Known to Me or Contractor/Agentis ! Personally Known to Me or
Produced IT) Produced ID
APPROVALS: ZONING:
r/
UTIL: FD:
Special Conditions:
a
Rev 07.07
ENG: BLDG:
r
r
POWER OF'ATTORNEY
t
Date:
j
I hereby name and'appoint
Of eCl Sfrje 'Z A I Ur,-, 1 nUCn to be my lawful attorney
In fact to act for me and apply to the so dl ftyc
Building Department fora S7' i'i _(f_n a(a k' permit
For work to be performed- at a location described as:
Section Township Range Lot Block
Subdivision H % (\Cep L C_xV_x_- i o_ S
Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
Typet
Signature ofRegister or
60 s6i1-10
and Contractor's License Number
The foregoing instrument was acknowledged before me this Wl day of -C4_`0 _ of'20 OV
By P AlMbh ,'l 2_ Srx-z
Who is personally known to me/who produced
As identification and who did not take oath.
State of Florida
County of S6rnv nu kx
A OTARY PUBLIC -STATE OF FLORIDAowrl-,y%, J 1 L. Lovelace
Notary Public, Orange County, Florida •=Commission #DD
Expires: SEP.12,20072009
BONDED THRU ATLANTIC BONDING CO., M.
Seminole County Property Appraiser Get Information by Parcel Number Page I of 1
MAPPING DISABLED MAPPING DISABLED
I]AVIn JOHNSON, C A, ASA
I
APOR AMER
SEMINOLE:C OU[NTY F _
1101 E. FIRST ST
SANFFO.RD, FL32771:-1468
407 - 66-5-7506
2008`'WORKING VALUE SUMMARY
Amendment 1 impact not reflected.
GENERAL
Value Method: Market
Parcel Id: 02-20-30-509-0000-0880
Number of Buildings: 1
Owner: CONFIDENTIAL PER STATUTES Depreciated Bldg Value: $96,163
Own/Addy: 119.071 Depreciated EXFT Value: $0
Mailing Address: 1101E 13T ST Land Value (Market): $27,000
City,State,ZipCode: SANFORD. FL 32771 Land Value Ag: $0
Property Address:
Subdivision Name, EN LAK ILLAS PH 1
J.ust/M.arketVa_I_ue: $123,163.
Assessed Value (SOH): $56,908
Tax Di rict: 1-SANFORD
Exempt Value: $25,000
Exemptions: - AD (2000)
Taxable Value: $31,908
Dor: 0103-TOWNHOME
Tax Estimator
Portability Calculator
2007 VALUE SUMMARY
SALES Tax Amount(without SOH): $1,928
Deed Date Book Page Amount Vac/Imp Qualified 2007 Tax Bill Amount: $569
WARRANTY DEED 03656 0967 $57,200 Improved Yes Sa_v....e.O.urHomes_..(SOH),..
WARRANTY DEED 02/1g9989 02043 1786 $100 Improved No 1,359Savings:
WARRANTY DEED 06/1983 01466 1184 $42,900 Vacant Yes 2007 Taxable Value: $30,520
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
Method Units Price Value LEG LOT 88 HIDDEN LAKE VILLAS PH 1
PB 26 PGS 99 TO 101
LOT 0'• 0 1.000 27,000.00 $27,000
BUILDING INFORMATION
Bid Year Base Gross Living Est. CostBidTypeFixturesWallBidValueNumNewBitSFSFSFNew
1 SINGLE 1983 6 1,020 1,322 1,020 CB/STUCCO $g6,163 $106,848FAMILYFINISH
Appendage / Sgft OPEN PORCH FINISHED / 16
Appendage / Sgft GARAGE FINISHED / 286
NOTE: Appendage Codes"included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before, being finalized for ad
valorem tax purposes.
If you recently purchased a homesteaded property yournext ear's property tax will be based on Just/Market value.
http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=0220305090000088O... 2/5/2008
Lawrence E. Bennett, P.E.
P.O. Box 214368
South Daytona, FL 32121
386-767-4774 fax:386-767-6556
January 1, 2008
TO ALL BUILDING DEPARTMENTS
Re: Master File Engineering
ALUMINUM STRUCTURES DESIGN MANUAL"
2004 Florida Building Code with 2006 Supplements
Dear Building Official/Plans Examiner:
This is to certify that the following contractor/company is hereby authorized to use my
ALUMINUM STRUCTURES DESIGN MANUAL" during the yeaz 2008.
Authorization is on a January to January basis regardless of the edition of the manual, This
authorization also applies to contractor master file drawings, "ONE PERMIT ONLY" drawings
or any "site specific" drawings that I may finmish the contractor.
The following contractor/company is hereby added to my 2008 MASTERFILE LIST:
Edmond Senez
Ed Senez Home Improvement Specialists, LLC
720 N. Volusia Ave.
Orange City, FL 327e`
CRC 132.9191ff9fff,,,
Should.yyoahWe'an do s,..please"contact
Sincerel : "
e C,
L
1
t I,
Y
Lawren
Yp ` ,k ,
i .-E: # 16644
f i
me at your convenience.
s is ' - 0.1o", Il I I I " 01 1
I,
NO I
Permit #: Project Name:
08-799 Screen Room
Address:
109 Iced Cedar Dr.
Plans Reviewed By:
Richard Denman 02/22/2008 407.330.5656
The Permit Is Subject To The Following Comments
THE FOLLOWING ARE STANDARD COMMENTS:
Notice: In addition to the requirements of the Permit, there may be additional restrictions
applicable to this property that may found in the Public Records of this County and
there may be additional Permits required from other Governmental entities such as Water
Management Districts, State Agencies or Federal Agencies.
1. Any connections that may be hidden during the installation shall be inspected prior to covering.
2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent
location and protected from the elements until all inspections are complete.
3. All permits require final inspection. Failure to do so may result in charges being filed with
the Department of Business And Professional Regulation.
4. Permits shall expire if work has not begun within six months of date of issuance.
5. All 2004 Florida Building Codes are to be complied with.
6. Any error or omission in this plan review shall not be construed to
grant approval of any violation of any adopted Codes or Municipal
Ordinances of this Jurisdiction.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE
OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT YOUR. LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES.
R;"
A ,
4eF v
PERMIT #
DATE. 2
Deborah Jacobs
109 Red Cedar Dr.
Sanford, FL
Ed Senez Aluminum
720 N. Volusia Ave
Orange City, FL
00
r
0
C rn
10'6" x 10'5" Screen Room t/4" = 2'
3" Elite Roof
12'
Top View
12'
7 7 7 7
44" 0 _ T 10".
2.2 .
I
10'5"-
Front View
IG
Kchimy ur Uri
TOP OF 111 x r PLAII
TW LOAD VAC
FOR ROOF BE
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ON I= MOM MW VNUAA I T. MA% nPJr=M MIW AMR= 1104281
130 1 140 100 I
so I 10 I oll I Ing
ALTERNATE CONNECTION
WETAll.1° x Zr WRH
8) 010 x 1-1PY S.Mr8. 6n M
SCREW BOSS
M010x1:11rBrAi.LM
BOREWSM
ANCHOR 10 x 20 PLATE TO
CITE W/ 1!4° x 24lr
CONCRETE ANCHORS VWTHIN
IFOF EACH SIDEOF EACH POSTAND
W QC. MAX MIN.
8 WBLAB 2600. PSI CONC.
8x8-10x10W.W.M. OR
RBER RGW MIN. (
S) 010 x 11/a° S.M.B. INTO
SCREW BOSS 12x
rEXIRUMON 14W MIN.
IN CONCRETE HEAM BEAM
ANCHOR 10x
r TO CONCRETEVWTH4) 010
x 112° S.M.S. EACH SE U45 x Sr11
4°TEOF POST WMIN IP OPEACH
WE OF EACH POUAT
W M OR C4L1BW PLATE O.C. VAX OR
THROM r x x OR r x T OR T SAILS. ANWA AT 84° O.
O. MAX. PAST MIN• (4) 010 x
IM S.M.S. MK &Uf° BLAB am
PSI EACH POST CONC. 8x8.10x10 WMALORFUMMEH1 °
x a° EXYRUBION
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MIN. UI CONCRETE Lmance E. P.E.
FL # 16644 wassmuenwLemmomm pAmumemaklam OF Rum
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SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
Table 3A.1.1-120 A,llowable,Edge Beam. -Spans - Hollow Extrusions
for Screen, Acrylic or Vinyl Rooms
For 3 se d gust at 120 MPH velocity; using design load of 13.0 #/SF (48.3 #JSF for Max. Cantilever)
urn Alloy 60
s x a" x 0
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to, beam
connection to the above spans for total beam spans.
2. Spans may Interpolated.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL & STRUCTURAL ENGINEERING
P.O. Box 214368, South Daytona. FI 32121
Telephone #: (388) 767-4774 Fax t. (386) 767-65M
E=11: Iebpe bellnuth.not
S
PAGE
3A-1 Z
COPYRIGHT Me
NOT TOIBE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
o4a" 2 x a" x .o
Width (ft.)
Max. S n 'L' f bendin 'b' or deflection' Load
Width A)1
Max. 8 L' f (bonding 'b' or deflection'd
1 & 2 Span 3 Span 4 Span MWL
Cantilever 2 Span 3 Span. 4 Span
1j{. t• ...
P'• ,
omr o _ a san wir urn rr m.rr.. 74
I-
wmrlmtwtmwjum
MPROMMABOMOR
aimicoonviom
PAR USE
p)lWz14WNR90M
10RORNMIALOW06C
FOR UN
4xl4ff@AiLCRW=
nrfivp fib 490 fte
aw^%= arm IMF
IOD
NMU CMLY. 11FA CF SCREVUB CM N CUTS= THE BUM
U HAVI MME ANdOM ALL GMM WFO THE "OBT OTRLV
NOW OR SHALL WWAMM HEADED SCRMPJL
q=pMMMW=WWLW6WJALTOPAMLObi PAMW kLLM7MTHKWRWCFIMALUIMMPMCRCOUPCXMFAI
mil
BEAWWMD701M"W8TMJ=MWffHANM=APPl mmnmmTmIMAN=
MnffrALWABOVEAMLUWCNALC AJr
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FORHOMWINDMM ERNOW
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BOOMMOM waftl6ft
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T- --- - -'--- - -
AM
M. r Table 7.2.2 Elite Aluminum Corporation Roof Panels Allowable Spans and Design / Applied Loads* (#!SF)
4 Manufacturers' Proprietary Products: Statewide Product
W 3" x48" x 0.024" Panels Aluminum Allov 3105 H-1 . r Core Be oam
C CD
m C
r n
0 70 CD
o
m
4ivy M
Z 0 m ^ N
0 w0 W
m, o
9 e
m n w .. rn -o
Wind Open Structures Mon o-0loped Roof reen ms & Attached Cove WGIass &Modular Rooms Enclosed Overhang
Zone
MPH
182
s nfload*
3
s n/load•
4
s oa
18 2
s Moa s Moad* s nlload*
182
s nlload*
3
s nlioad"
4
s oad"
Carrtllever
100 2&-W' 113 23'-1" 13 22'-4" 13 ZY-W 17 19'-4" 17 15'-5" 23 17'-2" 23 16'-T 23 4'-0" 45
1" 14 Y 4 21'-8" 14 19'S" 18 18'-1 18 13'- ' 32 15'-11" 1f' " 7 4'-0° 55
120 17 20'-4' 17 19'-8" 1 15 9" 17'-T. 22 16'-11" 22 11'-10" 39 13'-Y Z-9" 39 4'-0" 65
W, 17 19'-9" 17 19'-1' 1 23 1T-2" 23 16-T 23 11'-7" 41 12'-11" 1 -6" 41 4'-W 69
16'-9" - 20 18'3" 20 18'A" 20 13'-3"' 31 16'-2' 26 15'-8" 26 11'-0° 45 12'-4- J3911'-11- 45 4'-0" 77
15'-T': 23. 9T_-5"..23 16'-10"- 23=..12'-4"_ 36 AV-!71'- 30_ 13'-3°' 36 11'0'_ 45 12.4- 1'.-11' 45 T-11" 89
15'-7" 23 1T5" 23- 16'-10° 23 12'1' 36 15'-1 30 13'3° 36 9'-7"- 59 11-4 0'-11'
150 13'-2" 32 16'-4" 26 15'-9" 26 11'-5" 42 12'-9" 42 1Z-4" 42 8'-11° 68 10'-8" 10' 4 60 3'-8" 102
0 41. Z 3" x 48" x 0.030" Panels Aluminum Alloy 3105 H-14 or H25 2.0 EPS Core Density Foam
Tm _
f3
n ,-n N
4z 0
d) 0
2
t 0
X
Q
Zm
m z
0
CD Wind
Open Structures MonoSlo lopedRoof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone
MPH
1&
2 s
aMoad* 3
spardload*
4
s
n/41d* 18,
2 s
oad* 3
s
Nioad* 4
spa
nlload* 2
s
nlload" 3
s
anfload" 4
s
nlload* Cantilever
100
24'-3" 13 2T-1" 13 26'-2" 13 21'-0" 17 23'-0" 17 27-8" 17 18-1' 23 20'-2° 123 19'-6" 10
23'-7" 14 26'4- 14 25'S" 14 20'-5" 18 2T-10' 18 22-1" 18 16'-8" 27 127 18'-0' 27 4'-0" 55 120
21'-4" 17 23'-10" 17 23'-0° 17 ' 18'-6° 22 20'-V 22 19'-11" 22 1 V-4' 32 iT-1° 32 i 6'-6° 32 4' -0" WW
65
123
20-9" 17 233" 17 2Z-5" 17 1 T-11' 23 0'-1" 23 19'-5° 23 13'-T 41 16 c8" 34 16'-1 ° 34 69 130
19'-T 20 21'-11' 20 21'-2- 20 1 16'-11' 26 8-71 ° 26 18'_° 26 12'-11" 45 16-8° 38 15'-2° 38 4'-0" 77 1404
18'-3" 23 20'-6" 23 19'-8" 23 1ff.44' 30
1T-8" 30 1T-1° ' 30 12-11" 45 15' 8" 38 15-2' 38 4'-V 89 1402
18'-3" 23 20'S" . 23 19'-9" 23 1 30 1 T-8" 30 1 T-1" 30 11--11- 53 13'-4" 53 12-10" 53 4'-0" 89 160
17'-2" 26. 19'-2" 26 18'-6" 26 42 15'-7" 134 16'-1° 34 11'-2° 60 12'-6" 60 12'-1' 51 4'-0" 102 4"
x 43" x 0.024" Panels Aluminum Alloy. 05 H-14 or H-25 2.0 EPS Core Density Foam Wind
Open Structures Mono -Sloped Roof Semen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone
MP
U2
s
Moad* 1
3 span011oad*
4
spanN0111oad*
2
s
nfload* 1
3 a
Moad* 4
spenflond*
1&
2 s
Moad* 3
spanfloacr
4 .
s
oad* Cantilever
100
27-8" 13 217. " 13 13 19'-8" 17 21-11 17 21'3° 17 i6'-11' 23 18'-11" 23 18'3° 110
22'-0" 14 24'-8"- 14 14 1 -1" 18 21'-4" 18 20'-7" 18 15'-7" 27 17'5"" 27 16'-10" 27 4'-0" 55120 1 -11" 17 22'3" 17 17. 1T-3" 22 19'-4-. 22 18'-6" 22 12'-11" 39 16'-0" 32 15'-6° 32 4-0 6564-
119'-
5" 17 21'-8" 17 023--10-
17
16'-10- 2318-10" 23 18'-2" 23 1 TV 41 15-7" 34 15'-1° 3469 18'-
4" 20 20'-6" 20 20 15'-11- 26 17'-9" 26 iT2" 26 12'-1" 45 13'-6" 45 13'-0 45 4'-0' 77 1T-
1" 23 19'-1 2323 13'-6° 36 16-6" 30 15'- " 30 12'-1 45 13'8" 13'-0' 45 4'-0" 89 1T-
1" 23 19'-1" 2323 13'-6° 36` 16'-0" 30 15'-11" 30 11'-1° 53 12'S" 53 12'-0" 53 4'-0` 89 IV-
0- 25 1T-11' 2 17,4, 26 1 -6° 42 151-6" 5'4r0- 60 11'-8" 60 11'-4` ti0 0" 102 T !
4 D 4" x 48" x 0.030" Panels Aluminum Allay 3105 4-14 or H25 2.0 EPS Core Density oar S
n 3
lam® n
m
m
Z
n 3
n
zrmin
C. to -
Of
Wind
Open StructuresMono-Sloped Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed . Overhang Zone
MP
182
s
Moad* 3
s
Mosd 4
s
nnoad* 1&
2 s
nAoad• 8
s
Moad' 4
s
n/load* 1&
2 s
nnoad* 3
s
Moad* 4
s
aMoad* Cantilever
2"
13 29'3" 13 2&3" 13 22'-8" 17 25 ' 17 24'-5° 17 19'-6" 23 21'-9' 23 21'-0' S'
14 28'S" 2T5" 14 21'-11" 18 24'-7" 18 23'-9" 18 . 1T-11' 27 20'-1" 27 - 19'-W 27 4'-W 55 1
17 25'-8" Z 24'- 0 17 1 '-1 ' 22'3" ' 22 2 ' 22 16'-6" 32 185" 32 1T-10' 32 0' 65 4"
17 25'-0" 1T 24 -2" 17 19'-5" 23 21'-B" 23 20'-11" 23 16--1' 34 17-11" 34 i T-4" 34 4'-W 692° U-27-1 20
2T-8" 20 2Z-10 20 18' " 26 20'-6" 26 19-9 26 5'-2" 6'- " 38i6'4" 38 4'-0" 778" 2321'-11° 23 21'3" 23 17'-0" 30 19'-1" 30 18'5' 30 15-2° 3816'-11° 38 16'-4' 38 4'-0° 89 8"
2321'-11 23 21'3 23 17'-0" 30 19'-1" 30 18'S" 30 12'- 53 15-9° 44 15'2° 4-0" 89 6"
26 1 _20' 8° 126 19-11" 26 i 6'-0" 134 1 17'-11 ` 134 1 1 T5° 34IL 12'-1' : 60 13'S" 60 13'-0' 60 4 -W 102 Note:
Total roof panel width = room width + wall width + overhang. *Design or applied bad based on the affective area of the panel CO)
0
0
X
0,
n
0
Z
m
r
T
O
C
N
ff
SITE EXPOSURE EVALUATION FORM
A.
I
I QUADRANTI
1500'
j EXPOSURE _ I
I I
I
1 600'
I QUADRANT IV I 40' I QUADRANT 11
I -- 600' 600' --I I
j EXPOSUREJ I , I EXPOSURE I
60o' I j
1500'—•—•--•
j I .
I
I QUADRANTIll Ia
1500' I EXPOSUREIy •
I
L--•-----•--•--•--•--•-- --•-- -- --•
J NOTE:
ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE
SCALE:
1" = 800' USING
THE FOLLOWING CRITERIA, EVALUATE.EACH.QUADRANT AND MARK IT AS:'B', 'C', OR'D' EXPOSURE. '
C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE
C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2..
ANY'C' EXPOSURE FOR -GREATER THAN BOU FEET IN ANY QUADRANT. 3.
NO SHORT TERM_ CHANGES IN W. 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT
WITHIN 3 YEARS, SITE WILL BE'B'. 4.
FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY
QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE
D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM.THE SHORE LINE
AND ARE EXPOSED TO WIND FLOWING OVER WATER FOR A.DI$TANCE OF AT
LEAST 1 MILE. t
1 d SITE
IS EXPOSURE: ALUATED BY: DATE: SIGNATURE:
LICENSE#:X b-
14
Design Check List for Scr6en / Vinyl Room (Page 1 of 2)
I. Design Statement:
These plans have been designed in accordance with the Aluminum Structures Design Manual by
Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006
Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure
B'n or'C'II or'D'7; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120
MPH or MPH for 3 second wind gust velocity load; Basic Wind Pressure ; Design Pressures
for Screen / Vinyl Rooms can be found on page 3A-ii:
a. "B" exposure = PSF for Roofs & PSF for Walls
b. "C" exposure = PSF for Roofs & PSF for Walls
c. "D" exposure = PSF for Roofs & PSF for Walls
Negative I.P.C. 0.18
For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A-C on page 3iii.
II. Host Structure Adequacy Statement:
I have inspected and verify that the host structure is in good repair and attachments made to the
structure will be solid.
Ed Senez Jr. Phone: 3867754915
Contractor /Pe4honzed Re * ame (please print)
Date: 1 /28/08
Contractor / A orized p* Signature
Deborah Jacobs, 109 Red Cedar Dr., Sanford, FIL
Job Name & Address
Note: Projection of room from host structure shall not exceed 16'.
III. Building Permit Application Package contains the following: Yews
A. Project name & address on plans ..........................:...................
B. Site plan or survey with enclosure location ....................................
C. Contractor',s / Designer's name, address, phone number, & signature on plans
D. Site exposure form completed .................................................
E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following:
1. Plan view with host structure area of attachment, enclosure length, and ........
projection from host structure
2. Front and side elevation views with all dimensions & heights ..................
3. Beam span, spacing, & size ................................. . ..............
Select beam size from appropriate 3A.1 series tables)
4. Upright height, spacing, & size ..............................................
Select uprights from appropriate 3A.2 series tables)
Check Table 3A.3 for minimum upright size)
5. Chair rail or girts size, length, & spacing .....................................
Select chair rails from appropriate 3A.2 series tables)
6. Knee braces length, location,& size .........................................
Check Table 3A.3 for knee brace size)
IV. Highlight details from Aluminum Structures Design Manual: Yes
A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ......
Section 3A tables used:
Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to
MPH wind zone and/or "C" or "D" Exposure for load width
Look up span on 120 MPH table and apply the following formula:
Span / Height Required Span
@ 120 MPH @ MPH
0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d)
4
Wind Zone Multiplier** f I
Exposure Multiplier"
Must have attended Engineer's Continuing Education Class within the past two years.
Appropriate multiplier from page 3A-ii and page 3A-iii.
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Design Check List for Screen / Vinyl Room (Page 2 of 2)
B. Upright tables w/ sizes, thickness, spacing, & heights .......................... M Cl
Tables 3A.2.1, 3A.2.2, or 3A.2.3)
Upright or wall member allowable height / span conversions from 120 MPH .
wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load
width
Look up span on 120 MPH table and apply the following formula:
Span / Height Required Span
@ 1.20 MPH
0.00 (b or d) x 1•00 (b or d) x 1.00 (b or d) =
@ MPH
Wind Zone Multiplier ** J t Exposure Multiplier **
Yes No
C. Table 3A.3 with beam & upright combination if applicable ........ ...............
D. Connection details to be used such as:
1. Beam to upright...........................................................
2. Beam to wall ................... ........ I........ ..........................
3. Beam to beam..................................................:.........
I4. Chair rail, purlins, & knee braces to beams & uprights ............
5. Extruded gutter connection ...................... ........................... El
6. U-clip, angles and/or sole plate to deck ............ ........ ..............:...
E. Foundation detail type & size ..................................................
Notes:
Appropriate multiplier from page 3A-ii and 3A-iii.
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